Discussion of “Design Method for Geogrid-Reinforced Unpaved Roads. I: Development of Design Method” by J. P. Giroud and Jie Han
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Volume 132, Issue 4
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References
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Berg, R., Christopher, B., and Perkins, S. (2000). “Geosynthetic reinforcement of aggregate base/subbase courses of pavement structures.” Special technical publication, Geosynthetic Materials Association, Roseville, Minn.
Geosynthetic Research Institute (GRI). (2004). “GRI GG-9 torsional behavior of bi-directional geogrids when subjected to in-plane rotation.” GRI Test Methods and Standards; Folsom, Pa.
Giroud, J. P., and Noiray, L. (1981). “Geotextile-reinforced unpaved road design.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 107(9), 1233–1254.
Kinney, T. C. (2000). Standard test method for determining the “Aperture Stability Modulus” of a geogrid, Shannon & Wilson, Inc., Seattle.
Steward, J., Williamson, R., and Mahoney, J. (1977). “Guidelines for use of fabrics in construction and maintenance of low-volume roads.” Rep. PB-276 972, Forest Service, USDA, Portland, Ore.
Webster, S. L. (1992). “Geogrid reinforced base courses for flexible pavements for light aircraft: Test section construction, behavior under traffic, laboratory tests, and design criteria.” Final Rep. DOT/FAA/RD-92/25, U.S. Department of Transportation and Federal Aviation Administrations, 91 pp.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 132 • Issue 4 • April 2006
Pages: 547 - 549
Copyright
© 2006 ASCE.
History
Published online: Apr 1, 2006
Published in print: Apr 2006
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